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dc.contributor.authorAykac, Bengi
dc.contributor.authorKalkan, Ilker
dc.contributor.authorAykac, Sabahattin
dc.contributor.authorEgriboz, Yusuf Emre
dc.date.accessioned2020-06-25T18:06:57Z
dc.date.available2020-06-25T18:06:57Z
dc.date.issued2013
dc.identifier.citationclosedAccessen_US
dc.identifier.issn0141-0296
dc.identifier.issn1873-7323
dc.identifier.urihttps://doi.org/10.1016/j.engstruct.2013.08.043
dc.identifier.urihttps://hdl.handle.net/20.500.12587/5424
dc.descriptionWOS: 000329959600181en_US
dc.description.abstractThis paper presents a study aimed at investigating the influence of multiple web openings along the length of an RC beam on its flexural behavior. A total of nine rectangular beams were tested. Diagonal reinforcement around openings effectively prevented premature failure of some specimens due to Vierendeel action, the expected failure mode according to bending moment-axial force interaction diagrams. Longitudinal rebars and full-depth stirrups adjacent to openings and short stirrups in the chords prevented beam-type and frame-type shear failures. The length of the plastic failure mechanism increased in the presence of multiple openings compared to beams with a single opening. (C) 2013 Elsevier Ltd. All rights reserved.en_US
dc.language.isoengen_US
dc.publisherElsevier Sci Ltden_US
dc.relation.isversionof10.1016/j.engstruct.2013.08.043en_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectWeb openingen_US
dc.subjectWeb reinforcementen_US
dc.subjectDiagonal reinforcementen_US
dc.subjectReinforced concrete beam with openingsen_US
dc.subjectVierendeel trussen_US
dc.titleFlexural behavior of RC beams with regular square or circular web openingsen_US
dc.typearticleen_US
dc.contributor.departmentKırıkkale Üniversitesien_US
dc.identifier.volume56en_US
dc.identifier.startpage2165en_US
dc.identifier.endpage2174en_US
dc.relation.journalEngineering Structuresen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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